Reference Document - Acid Sulfate Soil Report 11_2023- OPW23_0189 · OPW26/0094

                                                                                                                                                                                                                                                                                                                                                                                                                   Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                        BH01
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                                                                                                                                                                                                                                                                                                                                                            Project No.:             PG-10899

                                                                                                                                                                                                                   Client:                          DD Sunnyside CD Sunnyside Pty Ltd                                                                       Commenced:               06/10/2023
                                                                                                                                                                                                                   Project Name:                    Proposed Residence                                                                                      Logged By:               RR
                                                                                                                                                                                                                   Hole Location:                   30 Mossman Court, Noosa Heads                                                                           Checked By:
                                                                                                                                                                                                                   Hole Position:
                                                                                                                                                                                                                   Drill Model and Mounting:                        Compac 018                                                                              RL Surface:         No survey
                                                                                                                                                                                                                   Hole Diameter:                                                                                                                           Datum:              AHD              Operator:    RR

                                                                                                                                                                                                                                         Drilling Information                                                                         Soil Description                                                            DCP



                                                                                                                                                                                                                                                                                                     Classification
                                                                                                                                                                                                                                                                                     Graphic Log
                                                                                                                                                                                                                                            Samples                                                                                            Material Description
                                                                                                                                                                                                                                                         Recovery




                                                                                                                                                                                                                                             Tests                                                                                     Fraction, Colour, Structure, Bedding,
                                                                                                                                                                                                                                                                                                     Symbol
                                                                                                                                                                                                               Method

                                                                                                                                                                                                                        Casing




                                                                                                                                                                                                                                            Remarks                                                                                      Plasticity, Sensitivity, Additional
                                                                                                                                                                                                                                 Water




                                                                                                                                                                                                                                                                    RL    Depth
                                                                                                                                                                                                                                                                    (m)    (m)                                                                                                               0       5       10     15    20   25

                                                                                                                                                                                                                                                                                                        SP            SAND (SP) Medium dense, fine to medium grained, pale grey, wet.
                                                                                                                                                                                                                                                                                                                      (continued)




                                                                                                                                                                                                                                                                          6




                                                                                                                                                                                                                                                                              6.60
       ER PACGEO 1.01.2 LIB.GLB Log PACGEO BOREHOLE PG-10899.GPJ <<DrawingFile>> 17/10/2023 10:45 10.03.00.09 Datgel Lab and In Situ Tool - DGD | Lib: pacgeo 1.01.2 2022-05-25 Prj: Precise 1.01 2016-11-23




                                                                                                                                                                                                                                                                                                       SM             Silty SAND (SM) Dense to very dense, fine to medium grained, dark
                                                                                                                                                                                                                                                                                                                      brown, wet (indurated sand).
                                                                                                                                                                                                               AD/T




                                                                                                                                                                                                                                                                          7




                                                                                                                                                                                                                                                                          8




                                                                                                                                                                                                                                         D 8.60-9.00 m



                                                                                                                                                                                                                                                                              9.00
                                                                                                                                                                                                                                                                          9
                                                                                                                                                                                                                                                                                                                      Hole Terminated at 9.00 m




                                                                                                                                                                                                                        Method                                                                     Water                              Samples and Tests                   Remarks
                                                                                                                                                                                                                   AS - Auger                                                               Level (Date)                       U - Undisturbed Sample
                                                                                                                                                                                                                   RR - Rock Roller                                                                                            D - Disturbed Sample                       1. Groundwater encountered at 2.80m.
                                                                                                                                                                                                                   WB- Washbore                                                             Inflow                             SPT - Standard Penetration Test            2. DCP refusal at 3.07m.
                                                                                                                                                                                                                                                                                                                               B - Bulk Sample                            3. Standpipe installed to 3.15m.


                                                                                                                                                                                                                                                                                                                                    Classification Symbols and
                                                                                                                                                                                                                          Support                                                                                                        Soil Descriptions
                                                                                                                                                                                                                         C - Casing
                                                                                                                                                                                                                                                                                                                                       Based on Unified Soil
                                                                                                                                                                                                                                                                                                                                       Classification System



Document Set ID: 22828362
Version: 1, Version Date: 26/02/2024